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dc.contributor.authorMedina Folgado, Josep Ramon
dc.contributor.authorGómez Martín, Mª Esther
dc.date.accessioned2022-02-21T12:54:33Z
dc.date.available2022-02-21T12:54:33Z
dc.date.issued2016-10-13
dc.identifier.urihttps://directory.doabooks.org/handle/20.500.12854/78470
dc.description.abstractCubipod¿ Manual 2016 provides basic criteria for the preliminary design of mound breakwaters protected with single- or double-layer Cubipod¿ armors. Economic, logistic and environmental factors are analyzed to guide the designers in the preliminary design phase of a breakwater.The economic cost of a large mound breakwater usually depends on the geometry of the concrete unit used for the armor layer. Each geometry (cube, Cubipod¿, Tetrapod, etc.) and placement pattern (random, specific, ordered, etc.) can be used for single-layer armoring, double-layer armoring or both.Each armor design alternative, with a different packing density, has a different hydraulic performance and logistic constraints. Although some general rules and comments are applicable to other armor units,Cubipod¿ Manual 2016 is focused on the use of Cubipod¿ units in conventional mound breakwaters.en_US
dc.languageEnglishen_US
dc.relation.ispartofseriesUPV[Scientia]en_US
dc.subject.classificationthema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TN Civil engineering, surveying and building::TNF Hydraulic engineeringen_US
dc.titleCubipod Manual 2016en_US
dc.typebook
dc.description.versionPublisheden_US
oapen.relation.isPublishedBy861eebc3-31b6-45e6-9620-b43b8619ddd4
oapen.relation.isbn978-84-9048-538-5en_US
oapen.pages160en_US
oapen.place.publicationValenciaen_US


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